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Section 5.4.3: Risk Assessment – Flood
SECTION 5.4.3: RISK ASSESSMENT – FLOOD 5.4.3 FLOOD This section provides a profile and vulnerability assessment for the flood hazard. HAZARD PROFILE This section provides hazard profile information including description, extent, location, previous occurrences and losses and the probability of future occurrences. Description Floods are one of the most common natural hazards in the U.S. They can develop slowly over a period of days or develop quickly, with disastrous effects that can be local (impacting a neighborhood or community) or regional (affecting entire river basins, coastlines and multiple counties or states) (Federal Emergency Management Agency [FEMA], 2006). Most communities in the U.S. have experienced some kind of flooding, after spring rains, heavy thunderstorms, coastal storms, or winter snow thaws (George Washington University, 2001). Floods are the most frequent and costly natural hazards in New York State in terms of human hardship and economic loss, particularly to communities that lie within flood prone areas or flood plains of a major water source. The FEMA definition for flooding is “a general and temporary condition of partial or complete inundation of two or more acres of normally dry land area or of two or more properties from the overflow of inland or tidal waters or the rapid accumulation of runoff of surface waters from any source (FEMA, Date Unknown).” The New York State Disaster Preparedness Commission (NYSDPC) and the National Flood Insurance Program (NFIP) indicates that flooding could originate from one -
Flood Event of 5/27/1946 - 5/29/1946
Flood Event of 5/27/1946 - 5/29/1946 Chemung Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Chemung 16.00 5/28/1946 23.97 132,000 Moderate Chemung Chemung River Chemung Chemung Corning 29.00 5/28/1946 37.74 -9,999 Major Chemung Chemung River Steuben Steuben Elmira 12.00 5/28/1946 21.20 -9,999 Major Chemung Chemung River Chemung Chemung Lindley 17.00 5/28/1946 22.87 75,000 Major Chemung Tioga River Steuben Steuben West Cameron 17.00 5/28/1946 18.09 17,600 Moderate Chemung Canisteo River Steuben Steuben Juniata Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Spruce Creek 8.00 5/27/1946 9.02 5,230 Minor Juniata Little Juniata River Huntingdon Huntingdon Main Stem Susquehanna Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Bloomsburg 19.00 5/29/1946 25.20 234,000 Moderate Upper Main Stem Susquehanna River Columbia Columbia Susquehanna Danville 20.00 5/29/1946 25.98 234,000 Moderate Upper Main Stem Susquehanna River Montour Montour Susquehanna Harper Tavern 9.00 5/28/1946 9.47 7,620 Minor Swatara Swatara Creek Lebanon Lebanon Harrisburg 17.00 5/29/1946 21.80 494,000 Moderate Lower Main Stem Susquehanna River Dauphin Dauphin Susquehanna Hogestown 8.00 5/28/1946 9.43 8,910 Minor Conodoguinet Conodoguinet Creek Cumberland Cumberland Created On: 8/16/2016 Page 1 of 4 Marietta 49.00 5/29/1946 54.90 492,000 Major Lower Main Stem Susquehanna River Lancaster Lancaster Susquehanna Penns Creek 8.00 5/27/1946 9.79 -
Pearly Mussels in NY State Susquehanna Watershed Paul H
Pearly mussels in NY State Susquehanna Watershed Paul H. Lord, Willard N. Harman & Timothy N. Pokorny Introduction Preliminary Results Discussion Pearly mussels (unionids) New unionid SGCN identified • Mobile substrates appear exacerbated endangered native mollusks in Susquehanna River Watershed by surge stormwater inputs • Life cycle complex • Eastern Pearlshell (Margaritifera margaritifera) - made worse by impervious surfaces - includes fish parasitism -- in Otselic River headwaters • Unionids impacted - involves watershed quality parameters Historical SGCN found in many locations by ↓O2, siltation, endocrine disrupting chemicals • 4 Species of Greatest Conservation Need • Regularly downstream of extended riffle - from human watershed use (SGCN) historically found • Require minimally mobile substrates • River location consistency with old maps in NY State Susquehanna Watershed • No observed wastewater treatment plant impact associated with ↑ unionids - Brook Floater (Alasmidonta varicosa) -adult unionids more easily observed - Green Floater (Lasmigona subviridis) Table 1. NYSDEC freshwater pearly mussel “species of greatest conservation need” (SGCN) observed in the Upper Susquehanna from kayaks - Yellow Lamp Mussel (Lampsilis cariosa) Watershed while mapping and searching rivers in the summers of 2008 Elktoe -Elktoe (Alasmidonta marginata) and 2009. Brook Floater = Alasmidonta varicosa; elktoe = Alasmidonta • Prior sampling done where convenient marginata; green floater = Lasmigona subviridis; yellow lamp mussel = - normally at intersection -
Chesapeake Bay Nontidal Network: 2005-2014
Chesapeake Bay Nontidal Network: 2005-2014 NY 6 NTN Stations 9 7 10 8 Susquehanna 11 82 Eastern Shore 83 Western Shore 12 15 14 Potomac 16 13 17 Rappahannock York 19 21 20 23 James 18 22 24 25 26 27 41 43 84 37 86 5 55 29 85 40 42 45 30 28 36 39 44 53 31 38 46 MD 32 54 33 WV 52 56 87 34 4 3 50 2 58 57 35 51 1 59 DC 47 60 62 DE 49 61 63 71 VA 67 70 48 74 68 72 75 65 64 69 76 66 73 77 81 78 79 80 Prepared on 10/20/15 Chesapeake Bay Nontidal Network: All Stations NTN Stations 91 NY 6 NTN New Stations 9 10 8 7 Susquehanna 11 82 Eastern Shore 83 12 Western Shore 92 15 16 Potomac 14 PA 13 Rappahannock 17 93 19 95 96 York 94 23 20 97 James 18 98 100 21 27 22 26 101 107 24 25 102 108 84 86 42 43 45 55 99 85 30 103 28 5 37 109 57 31 39 40 111 29 90 36 53 38 41 105 32 44 54 104 MD 106 WV 110 52 112 56 33 87 3 50 46 115 89 34 DC 4 51 2 59 58 114 47 60 35 1 DE 49 61 62 63 88 71 74 48 67 68 70 72 117 75 VA 64 69 116 76 65 66 73 77 81 78 79 80 Prepared on 10/20/15 Table 1. -
Comprehensive Plan (Draft)
Town of Cortlandville Comprehensive Plan Prepared for the Cortlandville Town Board December 2020 Town of Cortlandville, NY December 2020 Comprehensive Plan Draft Acknowledgements The Town of Cortlandville would like to thank the Comprehensive Plan committee for their efforts and hard work during the preparation of this important document. The Town would also like to thank Town officials and employees who willingly answered questions and provided data. John Proud, former Town Board Member who served as the Town Board liaison during his tenure and remains as a technical advisor to the Committee deserves special recognition. His willingness to answer questions, provide additional information or direct the committee to additional information sources and his deep knowledge of the Town has been an asset to the Committee. Town Board Tom Williams, Supervisor Ted Testa Jay Cobb Doug Withey Jeff Guido Prior Town Board Richard Tupper John Proud Randolph Ross Comprehensive Plan Committee Nasrin Parvizi, Chair Forrest Earl Ann Hotchkin Pam Jenkins David Yaman Town of Cortlandville, NY December 2020 Comprehensive Plan Draft Table of Contents Page Executive Summary E-1 Chapter 1 Introduction Comprehensive Plan Process 1-1 Legislative Authority 1-3 Public Participation 1-3 Chapter 2 Cortlandville Today Historical Background 2-1 Present Day 2-2 Where Are We? 2-4 Previous Planning Activities 2-6 Chapter 3 Cortlandville’s Vision Vision 3-1 Goals and Objectives 3-2 Chapter 4 Plan Recommendations Growth Management and Land Use 4-1 Infrastructure 4-8 Transportation -
Susquhanna River Fishing Brochure
Fishing the Susquehanna River The Susquehanna Trophy-sized muskellunge (stocked by Pennsylvania) and hybrid tiger muskellunge The Susquehanna River flows through (stocked by New York until 2007) are Chenango, Broome, and Tioga counties for commonly caught in the river between nearly 86 miles, through both rural and urban Binghamton and Waverly. Local hot spots environments. Anglers can find a variety of fish include the Chenango River mouth, Murphy’s throughout the river. Island, Grippen Park, Hiawatha Island, the The Susquehanna River once supported large Smallmouth bass and walleye are the two Owego Creek mouth, and Baileys Eddy (near numbers of migratory fish, like the American gamefish most often pursued by anglers in Barton) shad. These stocks have been severely impacted Fishing the the Susquehanna River, but the river also Many anglers find that the most enjoyable by human activities, especially dam building. Susquehanna River supports thriving populations of northern pike, and productive way to fish the Susquehanna is The Susquehanna River Anadromous Fish Res- muskellunge, tiger muskellunge, channel catfish, by floating in a canoe or small boat. Using this rock bass, crappie, yellow perch, bullheads, and method, anglers drift cautiously towards their toration Cooperative (SRFARC) is an organiza- sunfish. preferred fishing spot, while casting ahead tion comprised of fishery agencies from three of the boat using the lures or bait mentioned basin states, the Susquehanna River Commission Tips and Hot Spots above. In many of the deep pool areas of the (SRBC), and the federal government working Susquehanna, trolling with deep running lures together to restore self-sustaining anadromous Fishing at the head or tail ends of pools is the is also effective. -
Flood Event of 3/4/1964 - 3/7/1964
Flood Event of 3/4/1964 - 3/7/1964 Chemung Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Campbell 8.00 3/5/1964 8.45 13,200 Minor Chemung Cohocton River Steuben Steuben Chemung 16.00 3/6/1964 20.44 93,800 Moderate Chemung Chemung River Chemung Chemung Corning 29.00 3/5/1964 30.34 -9,999 Moderate Chemung Chemung River Steuben Steuben Elmira 12.00 3/6/1964 15.60 -9,999 Moderate Chemung Chemung River Chemung Chemung Lindley 17.00 3/5/1964 18.48 37,400 Minor Chemung Tioga River Steuben Steuben Delaware Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Walton 9.50 3/5/1964 13.66 15,800 Minor Delaware West Branch Delaware Delaware Delaware River James Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Lick Run 16.00 3/6/1964 16.07 25,900 Minor James James River Botetourt Botetourt Juniata Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Spruce Creek 8.00 3/5/1964 8.43 4,540 Minor Juniata Little Juniata River Huntingdon Huntingdon Created On: 8/16/2016 Page 1 of 4 Main Stem Susquehanna Site Flood Stage Date Crest Flow Category Basin Stream County of Gage County of Forecast Point Towanda 16.00 3/6/1964 23.63 174,000 Moderate Upper Main Stem Susquehanna River Bradford Bradford Susquehanna Wilkes-Barre 22.00 3/7/1964 28.87 180,000 Moderate Upper Main Stem Susquehanna River Luzerne Luzerne Susquehanna North Branch Susquehanna Site Flood Stage Date Crest Flow Category -
Lisle Flood Damage Reduction Project
LISLE FLOOD DAMAGE REDUCTION PROJECT Department of Environmental Conservation Operated and Maintained by: New York State Region 7 Counties: Broome, Cayuga, Chenango, Cortland, Madison, Onondaga, Oswego, Tioga, Tompkins PROJECT LOCATION The Village of Lisle, Broome County, New York, is located on the right bank of the Tioughnioga River, 11 miles above its confluence with the Chenango River in the upper Susquehanna River Basin. Page 1 of 6 Lisle Flood Damage Reduction Project PROJECT DESCRIPTION The improvement consists of the following work: • The relocation of about 3,000 feet of the Dudley Creek channel, extending from 1,200 feet west of the intersection of the Cortland and Main Streets to the confluence with the Tioughnioga River. • The realignment of 5,700 feet of the Tioughnioga River channel east of the Village. • Construction of about 4,150 feet of earth levee and 970 feet of concrete wall on the right bank of Dudley Creek and the Tioughnioga River extending from Main Street on the west end of the village to the railroad crossing on River Street. • A stoplog structure for the railroad through the levee. • The relocation of about 1,600 feet of Cortland Street. • Construction of railroad and highway bridges over the relocated Dudley Creek • The construction of appurtenant drainage structures. AUTHORIZATION By enactment of the Flood Control Act approved June 22nd, 1936 (Public Law No. 738, 74th Congress), Congress authorized “Construction of detention reservoirs and related flood- control works for protection of Binghamton, Hornell, Corning, and other towns in New York and Pennsylvania in accordance with plans approved by the Chief of Engineers…” The flood- protection works at Lisle, Whitney Point Village, and Oxford, New York, constructed under that authority, as amended by the Flood Control Act approved June 28th, 1938 (Public Law No 761, 75th Congress, 3rd session), are a part of the comprehensive plan for flood control in the upper Susquehanna River watershed in southern New York and eastern Pennsylvania. -
Susquehanna Riyer Drainage Basin
'M, General Hydrographic Water-Supply and Irrigation Paper No. 109 Series -j Investigations, 13 .N, Water Power, 9 DEPARTMENT OF THE INTERIOR UNITED STATES GEOLOGICAL SURVEY CHARLES D. WALCOTT, DIRECTOR HYDROGRAPHY OF THE SUSQUEHANNA RIYER DRAINAGE BASIN BY JOHN C. HOYT AND ROBERT H. ANDERSON WASHINGTON GOVERNMENT PRINTING OFFICE 1 9 0 5 CONTENTS. Page. Letter of transmittaL_.__.______.____.__..__.___._______.._.__..__..__... 7 Introduction......---..-.-..-.--.-.-----............_-........--._.----.- 9 Acknowledgments -..___.______.._.___.________________.____.___--_----.. 9 Description of drainage area......--..--..--.....-_....-....-....-....--.- 10 General features- -----_.____._.__..__._.___._..__-____.__-__---------- 10 Susquehanna River below West Branch ___...______-_--__.------_.--. 19 Susquehanna River above West Branch .............................. 21 West Branch ....................................................... 23 Navigation .--..........._-..........-....................-...---..-....- 24 Measurements of flow..................-.....-..-.---......-.-..---...... 25 Susquehanna River at Binghamton, N. Y_-..---...-.-...----.....-..- 25 Ghenango River at Binghamton, N. Y................................ 34 Susquehanna River at Wilkesbarre, Pa......_............-...----_--. 43 Susquehanna River at Danville, Pa..........._..................._... 56 West Branch at Williamsport, Pa .._.................--...--....- _ - - 67 West Branch at Allenwood, Pa.....-........-...-.._.---.---.-..-.-.. 84 Juniata River at Newport, Pa...-----......--....-...-....--..-..---.- -
The Impact of Rochester Storm Sewers on the Water Quality of the Lower Genesee River: a Modeling Approach Using PCSWMM
The College at Brockport: State University of New York Digital Commons @Brockport Environmental Science and Biology Theses Environmental Science and Biology Spring 2014 The mpI act of Rochester Storm Sewers on the Water Quality of the Lower Genesee River: A Modeling Approach Using PCSWMM Lindsay Dressel The College at Brockport, [email protected] Follow this and additional works at: http://digitalcommons.brockport.edu/env_theses Part of the Water Resource Management Commons Recommended Citation Dressel, Lindsay, "The mpI act of Rochester Storm Sewers on the Water Quality of the Lower Genesee River: A Modeling Approach Using PCSWMM" (2014). Environmental Science and Biology Theses. Paper 89. This Thesis is brought to you for free and open access by the Environmental Science and Biology at Digital Commons @Brockport. It has been accepted for inclusion in Environmental Science and Biology Theses by an authorized administrator of Digital Commons @Brockport. For more information, please contact [email protected]. The impact of Rochester storm sewers on the water quality of the lower Genesee River: a modeling approach using PCSWMM by Lindsay Dressel A Thesis Submitted to the Faculty of the Department on Environmental Science and Biology of the College at Brockport, State University of New York in partial fulfillment for the degree of Master of Science May 2014 Acknowledgements I would first and foremost like to thank the United States Department of Agriculture for funding this project, and my advisor Dr. Makarewicz for allowing me to be a part of this work and for his continued guidance, suggestions, and time dedicated to reading and editing my thesis. -
The New York State Flood of July 1935
Please do not destroy or throw away this publication. If you have no further use for it write to the Geological Survey at Washington and ask for a frank to return it UNITED STATES DEPARTMENT OF THE INTERIOR Harold L. Ickes, Secretary GEOLOGICAL SURVEY W. C. Mendenhall, Director Water-Supply Paper 773 E THE NEW YORK STATE FLOOD OF JULY 1935 BY HOLLISTER JOHNSON Prepared in cooperation with the Water Power and Control Commission of the Conservation Department and the Department of Public Works, State of New York Contributions to the hydrology of the United States, 1936 (Pages 233-268) UNITED STATES GOVERNMENT PRINTING OFFICE WASHINGTON : 1936 For sale by the Superintendent of Documents, Washington, D. C. -------- Price 15 cents CONTENTS Page Introduction......................................................... 233 Acknowledgments...................................................... 234 Rainfall,............................................................ 235 Causes.......................................................... 235 General features................................................ 236 Rainfall records................................................ 237 Flood discharges..................................................... 246 General features................................................ 246 Field work...................................................... 249 Office preparation of field data................................ 250 Assumptions and computations.................................... 251 Flood-discharge records........................................ -
Summary of Nitrogen, Phosphorus, and Suspended-Sediment Loads and Trends Measured at the Chesapeake Bay Nontidal Network Stations for Water Years 2009–2018
Summary of Nitrogen, Phosphorus, and Suspended-Sediment Loads and Trends Measured at the Chesapeake Bay Nontidal Network Stations for Water Years 2009–2018 Prepared by Douglas L. Moyer and Joel D. Blomquist, U.S. Geological Survey, March 2, 2020 The Chesapeake Bay nontidal network (NTN) currently consists of 123 stations throughout the Chesapeake Bay watershed. Stations are located near U.S. Geological Survey (USGS) stream-flow gages to permit estimates of nutrient and sediment loadings and trends in the amount of loadings delivered downstream. Routine samples are collected monthly, and 8 additional storm-event samples are also collected to obtain a total of 20 samples per year, representing a range of discharge and loading conditions (Chesapeake Bay Program, 2020). The Chesapeake Bay partnership uses results from this monitoring network to focus restoration strategies and track progress in restoring the Chesapeake Bay. Methods Changes in nitrogen, phosphorus, and suspended-sediment loads in rivers across the Chesapeake Bay watershed have been calculated using monitoring data from 123 NTN stations (Moyer and Langland, 2020). Constituent loads are calculated with at least 5 years of monitoring data, and trends are reported after at least 10 years of data collection. Additional information for each monitoring station is available through the USGS website “Water-Quality Loads and Trends at Nontidal Monitoring Stations in the Chesapeake Bay Watershed” (https://cbrim.er.usgs.gov/). This website provides State, Federal, and local partners as well as the general public ready access to a wide range of data for nutrient and sediment conditions across the Chesapeake Bay watershed. In this summary, results are reported for the 10-year period from 2009 through 2018.